ST9905-LR080627
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94081124.0034
Service Date: June 16, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 630-1010
Material Information
Contractor: Tiseo
Source of Material: Treated on site
Proposed Use: Paving subgrade
USCS:
Report Date: June 27,2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project Number: 94081124
Sam"le Information
Sampled By: Bradley W.Hatch
Sample Location: Bethel Road - Sta. 6+50
Client: City of Coppell TX
Altn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Sample Description: Dark brown and tan clay, with sand
(lime 'treated)
Laboratorv Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pet:
Optimum Water Content, %:
ASTM D 698
Method A
Moist Method
Mechanical
96.0
24.5
Liquid Limit:
Plastic Limit:
Plasticity Index:
Result
53
38
15
Specifications
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
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Servlces- Moisture-Density Relations
Reviewed by:
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Terracon Rep: Bradley W.Hatch
Eric J. eveland, P.E.
Senior roject Engineer
The tests were performed in general accordance with applicable ASTM, MSHTO, or DOT test methods. This report is exclu vely for the use of the client
indicated above and shall not be reproduced except In full without the written consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the location(s) referenced and are not necessarily indicative of the properties of other apparently similar or Identical
materials.
Page 1 of 1
QlI.()GFURIl6-F-w. KIy
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94081124.0033
Service Date: June 16, 2008
lrerracon
8901 Carpenter FrVJY, Ste #100
Dallas, Texas 75247
(214) 630-1010
Client: City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Materia/Information
Contractor: Tiseo
Source of Material: Treated on site
Proposed Use: Paving subgrade
USCS:
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pet:
Optimum Water Content, %:
Report Date: June 27, 2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project Number: 94081124
Sam,,/e Information
Sampled By: Bradley W.Hatch
Sample Location: Bethel Road - Sta. 5+00
Sample Description: Tan sandy clay (lime treated)
ASTM 0 698
Method A
Moist Method
Mechanical
101.8
20.9
Liquid Limit
Plastic Limit
Plasticity Index:
Result
43
30
13
Specifications
Services- Moisture-Density Relations
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
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\.
Eric J. Cleveland, P.E.
Senior roJect Engineer
The tests were performed in general accordance with applicable ASTM, AASHTO, or DOT test methods. This report Is exclusively for the use of the client
Indicated above and shall not be reproduced except in full without the written consent of our compal'\Y. Test results transmitted herein are only applicable
to the actual samples tested at the locatlon(s) referenced and are not necessarily indicative of the properties of other apparently similar or identical
materials.
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II ,$ 15 tJ 11 11 31 21 22 :z:J 2. Z5 2S 21' 215
Wator Conlon! (~I
Terracon Rep: Bradley W.Hatch
Reviewed by:
Page 1 of 1
oo.DGJVRDB-Future Ker
LABORATORY COMPACTION CHARACTERISTICS OF SOIL
Report Number: 94081124.0032
Service Date: June 16, 2008
lrerracan
8901 Carpenter Frwy, Ste #100
Dallas, Texas 75247
(214) 63Q..1 01 0
Material Information
Contractor: Tiseo
Source of Material: Treated on site
Proposed Use: Paving subgrade
USCS:
Report Date: June 27,2008
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Project Number: 94081124
Sample Information
Sampled By: Bradley W.Hatch
Sample Location: Bethel Road - Sta. 0+50
Client: City of Coppell TX
Attn: Rick O'Dell
Engineering Dept
PO Box 9478
Coppell TX 75019
Sample Description: Dark brown clay (lime treated)
Laboratory Test Data
Test Procedure:
Test Method:
Sample Preparation:
Rammer Type:
Maximum Dry Unit Weight, pcf:
Optimum Water Content, %:
ASTM D 698
Method A
Moist Method
Mechanical
89.2
29.4
liquid Limit:
Plastic Limit
Plasticity Index:
Result
53
38
15
Specifications
Moisture Density Relations
Zero Air Voids Curve for assumed specific gravity 2.65
III
.
.
.
Servlces- Moisture-Density Relations
Reviewed by:
Report Distribution:
(1) City of CoppeD TX
(1) Tiseo Paving Company
Terracon Rep: Bradley W.Hatch
leveland, P.E.
nior r lect Engineer
T"e tests were performed in general accordance with applicable ASTM. AASHTO, or DOT test methods. This report Is exclusively for the use of the client
indicated above and shall not be reproduced except In full without the written consent of our company. Test results transmitted herein are only applicable
to the actual samples tested at the locatlon(s) referenced and are not necessarily Indicative of the properties of other apparently similar or identical
materials.
Page 1 of 1
OI-DGRIRCJ8.FLU. ~
REPORT OF SOIL-LIME MIXTURE PULVERIZATION
llerracan
~.u'ttlrra I;naln..ra >>. S,cl.nt).ta
8901 Clrpenter FIWV.. Suile'100
Dallas, Texas 75247
(214.630-1010
Date of Service: 06/27/08
Client No.: 18390
Client: City of Coppell TX
Engineering Dept
PO Box 9478
Coppell, TX 75019
Report No.: 94081124.0039
Project No.: 94081124
Project: Bethel Road I - #ST 99-05
Roadway & Drainage Improvements
City Limit Line to Freeport Parkway
Coppell, TX
Contractor:
Test Location: Bethel Road, Eastbound
Specification Requirements:
Minimum Passing 1-3/4" Sieve: 100%
Minimum Passing #4 Sieve: 60%
Sample Condition: Field Moist
Test Method: NCTCOG
TEST LOCATION 1-3/4" SIEVE #4 SiEVE
NO. % PASSING % PASSING
1 Sta. 20+50 100 69
2 Sta. 16+50 100 70
3 Sta. 13+50 100 69
4 Sta. 9+00 100 69
Comments:
Report Distribution:
(1) City of Coppell TX
(1) Tiseo Paving Company
~d'PE
Senior Project Engineer
Technician: A. Rendon
309b.
This report is exclusively for the use of the client indicated above and shall not be reproduced in full without written approval ofTcrraoon.